d</sub> 與地震峰值加速度、最大涌浪高度正相關(guān),在地震峰值加速度由 0.2g 提升至 0.6g 時(shí), R<sub>d</sub> 增幅達(dá) 89.7% 。不同工況下最大位移時(shí)刻受多種因素影響而變化。不同工況下壩體損傷程度差異較大,上游面損傷對(duì)涌浪高度變化敏感,在涌浪高度相差 40m 時(shí),上游面加權(quán)損傷面積比變化幅度達(dá)到 27.1% ;從工況一至工況三懸臂面加權(quán)損傷面積比從 9.99% 增至 25.76% ,壩體出現(xiàn)貫穿裂縫;損傷耗散能隨荷載強(qiáng)度提高而急劇增大。-龍?jiān)雌诳W(wǎng)" />

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地震-滑坡涌浪疊加下高拱壩動(dòng)力響應(yīng)與損傷研究

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關(guān)鍵詞:地震-滑坡涌浪耦合;高拱壩;動(dòng)力響應(yīng);連續(xù)損傷模型中圖分類號(hào):X171.1 文獻(xiàn)標(biāo)志碼:A doi:10.3969/j.issn.1000-1379.2025.07.005引用格式:,,.地震-滑坡涌浪疊加下高拱壩動(dòng)力響應(yīng)與損傷研究[J].人民黃河,2025,47(7):28-34.

Study on Dynamic Response and Damage of High Arch Dam Under Earthquake-Landslide Surge Superposition

GUO Jinjun,ZHOU Pizhi,HU Shaowei

(School of Water Conservancy and Transportation,Zhengzhou University,Zhengzhou 45Ooo1,China)

Abstract:Strongearthquakeswillgreatlyducethstabiltoftheresevorslopeadasiliducelandldegeologicaldisastesheuperpositionofearthquakeandlandslidesurgeloadgreatlytreatens thesafetyofthedambody.Inordertoexplore thedynamicresponseand damageevoutionofhigachdmundertesuperpositioofartquake-landslidesurgethispapertokaighchdmasteet,uilt afinefiniteeementodel,eterndecaluatomodeloftquake-ladslideugeload,ndaalydteodalatiois placementresponsecharacteriticsnddamageevolutiontrendofarchdamundermultipleworkingcondtions.Theresultsshowthatthehydrodynamic added mass significantly reduces the wet modal frequency of the arch dam by 1 8%-23% ,and the high-order vibration modes change significantly. When the earthquake and surge are superimposed, the peak displacement Rd of the midpoint of the vault is positively corelatedwithtepakacelerationoftearthquakeandtemaximumsurgeeightWhenthepeakaceleratioof teearthquakeincreases from 0.2g to 0.6g , Rd increases by 89.7% . The maximum displacement time under different working conditions is affcted by many factors.Thedamagedegreeofdambodyvariesgreatlyunderdiferentworkingconditions.Thedamageofupstreamsurfaceissensitivetothe change of surge height. When the surge height is different by 40m ,the weighted damage area ratio of upstream surface to RUWA changes by (204 27.1% .From conditionone to condition three,the weighted damage area ratio of cantilever surface is increased from 9.99 % to 25.76% compared with RFWA ,and thedam body haspenetrating cracks.The damage dissipation energy increasessharply with the increase of load strength.

Key words: earthquake-landslide surge coupling; high arch dam; dynamic response ; continuum damage model

0 引言

高拱壩是水利工程中關(guān)鍵水工建筑物,其結(jié)構(gòu)安全性與服役可靠性直接影響下游區(qū)域人民生命財(cái)產(chǎn)安全及流域生態(tài)環(huán)境穩(wěn)定性。(剩余9859字)

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